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A7:s7c'/ --0056. /33s- 54) kS ' (fw 7tf LEGEND: PLANT STREET TREES: SW ROY ROGERS ROAD Pacific , 2"CAL. KATSURA TREE/ ss SANITARY SEWER FUTURE CURB AND GUTTERTYP. Community \ CERCIDIPHYLLUM SD STORM DRAIN Dcs i gun �, JAPONICA, TYP. w WATER LINE { _ / � A 12564 SW Main Sheet - _ \ �� \� y j\;� ?� O • MANHOLE Tigard.OR 97223 '_ ______4_ `�.0 ! \\ 10.00 �/ t11503 941-9484 _7.50';F�-- - _.�.,«..rj ' ':LAN CTS\ ; ■ CATCH BASIN DATE: �znsizo�b -- LANDSCAPE TRACT „ L,= • 4 PUS — _— /\ i— .- ; -_ _rY STREET LIGHT REVISIONS \�, `- _ ° ° a /1 ° , t -----,...7,,, v STRAW WATTLE PERIMETER NO. DATE DESCRIPTION _ _ _ _� +/ j' D. a� „' '' °\ /-'----.—...."7”. ° ' -° -8.74'-- °-,��- -- \ � '- Pte\ c xx� EROSION CONTROL ! � ', $4 L a �— I _ _ >. '"= -- z7 ' � 278.0 ----,„<,.-- s STREET SECTION, SEE I - - -- - - j;'sj —15.3' - —T._ — - - - - © CONSTRUCTION DOCUMENTS - _27s 0 I /'- - ____ -276 14 // N 1 -- 274 .53'.---� — SETBACK SUMMARY / / o • 1 s fi---- _ -__ 27 _ --t�, •� 1 �! FRONT SETBACK: 12' 1 7 f I( _188 11 (� �I REAR SETBACK: 10' / '� I ,� 0.00' 1,123 SF 0.00' �, X I� II t� COVERED PATIO: 5' �`��\ / I' N " a 1 SIDE SETBACK:* 0' J BUILDING: y �, I °„ 5PLEX-K7D GARAGE SETBACK: 20' E i PORCH SETBACK: 8' aUFF=279.9 - ,. .,._.,n,. . N .,..., . ., ... ..... ..,. N q I II GFF=270.9 189 11 190 ��> 1( 187 �I �� 191 FIRE CODE SIDE SETBACK: 3' .0 t%i \?/' 1 -185 186 ►1 I �.I --) 1 N � ° 1 v FRONT -,i I 184 7� // r N GARAGE a0i �!,� / v I�� Ii I - If . o < l'il�A - II' --- - I� Rm.! --- ' - - - -L -- I ___ �� = ■� ,'144 ___ I - � ' __ 9 LOT COVERAGE. 0. I LOT AREA: 1,123 SF / � / I / / i 19.2T_ 20.66' � — — RIVER L., /\ ( / - — BUILDING FOOTPRINT: 572 SF v' ° I �- _-.SAO: _�� TERRACE 13 D �,I/Allir TRACT H I � C...=-----`------li- �A Appal_y oar , 6.00' COVERED PORCH: 32 SF NORTHWEST ` / 4.4_____j____/ 270.7 I / __•i:-� �* ` —11111......."--1" ."--4---------"—"-- ---� -— ��r► CANTILEVER LIVING SPACE: 24 SF M o ! iFili A' �� agia SANITARY LATERAL �\ - COVERED PATIO: 0 SF yigillk �• 'PI ,' __.L WATER METER F. _ __ &' \ - as DECK AREA: 72 SF co ♦ ►, / PLANT (1) STREET TREE: ) as. d 1��� ��` ,....9-.W. _. ! 2:00 TOTAL COVERAGE: 700 SF PLOT PLAN 0 ! 62.3 % t "�' - o '' SW BEACH PLUM TERRACE- / , IMPERVIOUS AREA: 832 SF O o . ..ijiririjijib.iji,o \ ._-- ,_. VISION y �� / - - ,� ° / V �, v CLEARANCE SIDEWALKi ,,,,, / 1 r.----; - „ - \ s \ , , \ N. \ TRIANGLE �-- \: = - - - - - -�- - -r - - RIVER TERRACE NORTHWEST (503) 221 -1920 �'S ° ��. !R:r Approved , PROJECT NO.: 395-037 2S1W6 by P a ning TYPE: CONSTRUCTION REVIEWED BY: RE 4 LOT 188 (R-12, ROW HOME) date: SCALE 0 el RIVER TERRACE NORTHWEST =nitials: 2-S g. 1 INCH=20 FEET Z 13356 SW BEACH PLUM TERRACE icr. /G — OO SG, PLANT STREET TREES: LEGEND: 2"CALKATSURA TREE/ SW ROY ROGERS ROAD —ss SANITARY SEWER I'�1Ci fig . FUTURE CURB AND GUTTER, TYP. Connunity „ CERCIDIPHYLLUM SD STORM DRAIN Dcsi�n � � f�� JAPONICA, TYP. w WATER LINE -----4--- , \ -�. \ / 12564 SW Main Street 1� ��, a 1 �,, -4';;;--- ---' V � O • MANHOLE Tigard,OR 97223 -- — 7.50' '----`�r� �/ \ 10.00' // RI 503-941-9484 �� '� - � �; - `LANDSCAPE TRACT- L___ iii CATCH BASIN DATE: 12/15/2016 .400.° � tr PUE t-- �.� -1, -"..,. `. y } + STREET LIGHT REVISIONS \\ oer' / . >� Q ; �'V' �o ; ' STRAW WATTLE PERIMETER D. a —I p ai` v /7_,. \E I� p �p % NO. DATE DESCRIPTION _ - - - - . . a a”;. /— -- ,7'- -8.74' -' v p ° .- EROSION CONTROL �;;: .�„ 278.4 0 278.0 . STREET SECTION, SEE _ -- - - !LI* . - - - — - . - - - - - CONSTRUCTION DOCUMENTS -- 278--- ______./_____F--- — — _____ --=276 _- .- / / i � . r- - 14.53' - - / N I ' I i I - 2 - _ , r-==- = — SETBACK SUMMARY -- j I I I —�I I I FRONT SETBACK: 12' / ' �' 11 0.00, 188 0.00' I }�I I �� REAR SETBACK: 10' Lt / I I ti ►� I1 1,123 SF !I �; 4 COVERED PATIO: 5' r / _ BUILDING: �I -' SIDE SETBACK:" 0' \� A K• 2 ' I GARAGE SETB C 0 1. � '" It 5PLEX-K7D E �� I 1 I �� = 1 �, it PORCH SETBACK: 8' a �� � UFF-279.9 I I I 1 GFF=270.9:I. 189 190 N, 199 "" > ► 187 i it * FIRE CODE SIDE SETBACK: 3' f 2�� ili985 l 186 jl �,II I I I N / f ° I v FRONT N II tri184 �S / '_ GARAGE o / / I! I', Ai___ IR II __=_ ;,i P!apr■.I --- ��— �—I I — Ir LOT COVERAGE: �� I Imo- n I --- I L ,�J -- PJ O �� ../ I _� 20.66" L-- — — LOT AREA: 1,123 SF v / II / J --_- . — RIVER BUILDING FOOTPRINT: 572 SF I i �� __ - TERRACE 4', ii/ TRACT H I / �!..- -- �,� �� 270 7 _ ha 6.00' COVERED PORCH: 32 SF NORTHWEST coca .� Q PUE O / ;� � 270'3 _!—.,...`_:--. -11 -•iliffeirra.ft's- _ CANTILEVER LIVING SPACE: 24 SF M o7 , i 0`� ® `�-.�- SANITARY LATERAL \ - COVERED PATIO: 0 SF j '� AAI �� \ 1� a I a + ! ,' ��` .-- ,/•� ` WATER METER ler as DECK AREA: 72 SF °O w� pi / ;0., .....„...7------,!= PLANT (1) STREET TREE: a 32.00' LOT 188 / , � '' '` 2"CAL. HEDGE MAPLE/ os TOTAL COVERAGE: 700 SF PLOT PLAN % ACER CAMPESTRE ss o o AIF- v 1le _, V � - . /" ' GS — 62.3 % 4 _ ' SW BEACH PLUM TERRACE -- �jr rs ss , IMPERVIOUS AREA: 832 SF VISIONit �\ ___ — X \ _ ` a % _- ij CLEARANCE SIDEWALK / \ � V / 7T- %_ - � _-�\� TRIANGLE Z6i o =` — — — — — 2 RIVER TERRACE NORTHWEST (503) 221 -1920CApproved PROJECT NO.: 395.037 0 oI�!a Cl 111 TYPE: CONSTRUCTION / 2 V 1 W� i S�� REVIEWED BY: PRE q LOT 188 (R-12, ROW HOME) date' °� 10 0 RIVER TERRACE NORTHWEST �9tia!s: ,INCH=20 FEET Z 13356 SW BEACH PLUM TERRACE 20"OPEN WEB JOIST @ 19.2"O.C. VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE <START FRAMING HERE 4, • START FRAMING HERE > <START FRAMING HERE S <START FRAMING HERE 0 0 0 Q 0 �BM61 IBMS] JBM6� _JBM6I BM6 �11"-v .,..1-m.--?---a- dIRM1 y WI IIF - `�_ FT---v- IQRM1I =II'--. -r-- v_=-II- RM1 ,,,--i— .li- IRM1 RM1 v -v- �r-v- II IRMt1 -� - T-cc--IIL 0.. _A._a_ - -- _ -_ -�-• +A� --11� .r+ ,_. ‘ ,:----14l ',.,-_,..=.$-"__°=.,...,=?'-. 11_- -� O JL... ..III II fll -o O - I1� - - --SII . II II- f o R 4 0 0 0 0 0 0 o II,•r ..O--111 0 0 0 0 0 ll.- o 0 0 0 g o �o 0 0 o Iv vt m m co m m m Ily I o i m m m m m ��dypppl O '1 O u. LL 101. LL LL �.II C m LL �y, LL W t'i' I 2 II LL LL LL LL LL II — ED ( I LL LL LL tL LL C O O O O O O iI� 1� O o I LL II u 4 LL Ag12-10-15 II m m-I I 12- 0-150 1[4:R. '- '� 4 4 LL J 2-1P-15 m u L'- LL LL LL u- ti o 0 o I ®13-C 1-00 III `° i� ® 10 b a o a If '11 ` co v !!115< II- �I Im u. q I Ill b P, a �.w `° ' m � 7N I.D.i o IP 13-01-00� II- I FOS P I F14 F14Q F14 II 1II< n. A F05 °f di i— �1 F03 A 1 F11 I F11 F11 I A F03 —I F03 ' f0.-\:. I I� F11 F11 Y y F11 o ° F03 —_ F03 cc 1y ro r i F11 F11 F11 o ° F03ii F11 F11 F11 ° F03 F03 f II 11 PDS m F13 F13 r ' F13 PD3 F06 I A Iltr— +II A Ad i. F06 �� III F12 I F12 II If F12 F03 1 F03 t r"_ II I IF611- F04 in F12 I' F12 All F12 _-RM1 NI 0 I. I—t t jI I I� I��t'1 ° I `I F� 0 IN m I F04 - I ro F12 I F72 ro Lit ri c0 F12 I - ° F04 � 5 IRM1-1 2 NP • qll IP • - I. 2 \�I�RMiI r--.l• F04 �/� ' ±r 1 M 11 4 F12 :•SI I F12 o IIM - - M 4 F12 I z_! F04 �a I �f3/ ® M Ia I Qlcv c� a •�, I F03 FD3 I tc3a 1. m I F12 I F12 m `- COI F1Z a I I El Sid (I 1 P12 Y g ',,Y F12 1 1 F12 Y g I �-I q _( F03 _ IIL .. ��_ JII _ IIL ..�)K U /p� F03 I- f jIP F12 ^ F12 1111 IIIF P12 I 0 Yb E, / �� I F03 III l>� \--‘411ii IIP m F03 alc- I F12 F12 t F03L BM2f { I I ` r _�BM2 �BM2_ F12 i I I ° F03 F03 r[ i F11 , IF11 U U F11 1 q46 9oa yoo F03�RM1 A F02 F11 (-9D) b ,11 F11 ` F11 i� ° F02 ARM1� E.] F02 A F11 u I F11 A A ! F11 ' F02 ��m A F02fg I F11 I F11 Y = "I''' F11 I ' F02 F02 I FN g g F11 f F11 I A �I F02 - F02 I F11 E I F11 F11 $ ° F02 s g ti F02 :%" I Fit F11 ` y IF11 F02 q L• �RM1�ai FO1 'dRM1 1-03-OC BM24 w M1 s s �RM1V1I F15 BM24 1-03-0D 1-0 0 BM24 i;- M1 's RM10 hfF2M1I 0 N -1 1- _ �illll ix & IRM1l c cc �RM1l F01 L2 O - 1� 1RM11 i c i S 112M11 ¢ v O H , , I- U 0 V LU U 0 0 m 0 CC N O N O m 0 Z Z Z a7,,, 3 ¢ 3 a 3 1- = 1- o 1- 0 o A) V) Cl) = V) W Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 5 POLYGON RM1 37-00-00 1-3/4 X 20 LVL 1 8 RM1 15-00-00 1-3/4 X 20 LVL 1 2 R ENGINEER I FRENCH REVIVAL 5-PLEX E-7(D)&K-7(D) LOTS 185-189 I ALL BEAMS AND CONNECTORS PE " RM1 14-00-00 1-3/4 X 20 LVL 1 3 Pati � umber BM23 14-00-0D 1-3/4 X 20 LVL 2 6 BK1=BLOCKING FLOOR LOADING: i" PL16-295 UPPERRM1=RIM BOARD 40 LL BK1 12-00-00 1-3/4 X 20 LVL 1 3 15DL & T R U S S BK1 11-00-00 1-3/4 X 20 LVL 1 3 6/29/2016 REFER TO STRUCTURAL PLAN FOR BK1 10-00-00 1-3/4 X 20 LVL 1 5 ADDITIONAL POST TRANSFER RM1 10-00-00 1-3/4 X 20 LVL 1 7 BLOCKING REQUIREMENTS. BM6 10-00-00 1-3/4 X 20 LVL 2 10 I SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN RM1 7-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY I SHADED HVAC DIAGRAM ON LAYOUT ISA GENERAL GUIDE ONLY. ` �� BM21 5-00-00 1-3/4 X 20 LVL 1 2 I FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA I BM4 5-00-00 1-3/4 X 20 LVL 2 20 - BM2 4-00-00 1-3/4X20 LVL 1 5 ® HIT420 84 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 3 - BM24 4-00-00 1-3/4 X 20 LVL 2 6 1-3/4 x 20 LVL BLOCKING 76' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 - Loosen,remove,cut or notch RM1 2-00-00 1-3/4 X 20 LVL 1 20 © HUC416 10 SCALE: 1/4"=1'-0"on 24"x36"SHEET any part of the open web joist. RM1 1-00-00 1-3/4 X 20 LVL 1 6 ( PATIO CONDITION ) CONTRACTOR NOTES: 1)VERIFY ALL FRAMING CONDITIONS 2)ALL FOOTINGS PER DESIGNER'S PLAN (UNLESS NOTED OTHERPIISE) 5)ALL BEAMS PER DESIGNER'S PLAN CONC.STEPS CON,C.STEPS GONG.STEPS CONC.STEPS GONG.STEPS (UNLESS NOTED OTHERNISE) 4)USE CAUTION WHEN CUTTING Mil Ma 11 Ma NM FOR PLUMBING MEM Mil il—tyte"aaa—&-iFiMINEMiiiinTELaammit----- . 5)PROVIDE PROPER SUPPORT AT ALL iiii---- -----iiniii """" i SHEARPIALLS 1 1 1 1, 1 ' , 1 I huh 1 :.1 "7---:-..„ _ ,r., ,.-,, n Ismar.Last I j II I 11 Illi 11 iiii .k..iiillIIIMIIIM...___ _.M:- 111.1111.111MHi ii 0 1 PIM 1 1 .-7— I I 1 1 1 1 r Ili 1 , I I eliti..as,•-iiiiii 1 "-IIM.Mtre-aTh-l---Iiiiii II I ii! 1111 Ir_111 1 , 1 , 1 , 1! 1 , , , :, , li , , 1 . , li 1 1 i I 1 1 1 , „ 1, ., , ,, ,. , ., . . . , , , ,,__ 1 THI.5/5A PLACEMENT FLAN ONL Y. This layout is to Se used in - with con junction Architectural/Structural plans.Verify all shear wall blocking placement and connectors Purchaser responsible for approving this LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING ayout prior to any construction. PONY1NALL PONY GALL PONY GALL PONY GALL PONY GALL DB516N NOTES: THIS FLOOR SYSTEM GAS DESIGNED TO MEET OR EXCEED THE LIVE LOAD DEFLECTION CRITERIA E***DEGK GONDITION." OF L/450 FLOOR LOAVINO: 40psf LIVE LOAD 9-1/2 RFPI-20 0 16-0.C. 9-1/2 RFF'I-20 0 16"0.G. • 4-1/2 RFPI-20 0 16"0.G. 9-1/2 RFPI-205 160.O. 9-1/2 RFPI-20 @ 16"0.G. 12psf DEAD LOAD START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE START FRAMING HERE 5LBEFIN6 AREAS , RI / RI . RI S., 30psf LIVE LOAD .. —.---• .--- II 12ps,f,DEAD LOAD 0 . rl i • , , , i 1 1 - 't r, i. 1 r-‘&1 1 1 " 7 1 1 ! 1 l' , 1 , 1 i I .IA Ili 1 fi 1 1 1 1 I 1 1 1 ROOF LOADINB: 1 i 1 1, ,, 1 1 1 11 1 h I 1 1 1 1 1,11 I , I , I I I 11 ,, 25psf LIVE LOAD 1 i i ' 1 11 11 1 1 llpsf DEAD LOAD oil I 1. '..11 ' 1 1 i 1 I 1 , 1 i I .1' ' 1 I i • 11 i .. 4,Ef III i i . 1 1 10 1 ! I ,1 1 1 i 11 1 1 . . ; I 1 . 1 I 1 „ 11 1 1 1 . , • 1 1 1 II i I 1 I 1 , 11 1 . , 1 1 1 1 1 1 11 1 1 1 1 1 1 11 i 1! 1 ,2.1 4i,,,, 4, .i9 3 -113 ..3 44, 4 4 _1, 1 1 I I 1 i' ,1 1 il 1 t I 1 ! I i 1 . I i i I 11 1 , I , ' i li i • 1, _I, III 1 ' )'-''' .,, .. ,,..,a,„„, W1' i 11 11 1, , 1 1 , 1 , , I 1 1 --1' 1, _ 1, 1 1 il I i 1 , i l' 1 1 I 1 1 1 ll 1 , i ii 11 1, ...,—......, A.m., 1 1 1 1 1 11 1 1 1 1 1 11 rorporr.• I 1 11 1 11 1 1 1 1 1 11 1 1 li,_ =e=r• RI 1 :1 a I-717.Or.-71,...-.;*-m -11111 411.1 '1 -1 '1.-:. 1 1 lir=Zoo 11 1 11 1- 1 1 1 1 1 , li .." 11 1 111:155 1 11 1 . __i__ ,__ ___•__ _______ • Ail 11 H.1.-1 ' R1 I SOb1 I 1[11 1 -11 • . 1 I 0 ii R2 1 , i 11 il 11 1 1 I 1 /, 1 1 1 1 1 11 1 1 1 1 11 11 1 1 i X--1 I--1 1191984: .1 11 1 1 1 11 1 1 I 1 11 1 1 1 III III • I 1 I 1 1 1 1 1 11 1 1 i ' / 1 1 1 1 11 1 11 1; 1 I 1 1 H z i4 II II 11 _ 1 I g,A- -,ii 1 II 11 1 I I I 1 1 11 11 ,Ati,gc-s.i 0_-_-4k-A-- 1 11 I i I T in E------------„, :, , I 1 , , , ,, 1 II ! 11 1 1 il il I I< LD z i • I- 11 I 1 11 I 1 ;i 121 1 9, " R1 1 1 1 1 11 174::7F;11'.i'.4.:/15 1'''' '1 1 P.? RI 01 '21 R. RI 1 1 1 1 III 1 11 11 1 11 1 111 RI II 5 "711 / 11 11 " R1 ' 5 1 P 1 1 ; 1 11 1 11 11 I! I 11 1. 11 RI 1 11 1 11 1 11 Frri'BLOCKING PANELS YIETHBEARR46 MALL ABOVE 11 11 If ' 1 1 ! II 11 I II , II il 1 I . i, ,il m 1 , li 1 li isez , II II ,, , II,T.S. 11 1 I I i 11 1 II II I 1 1 il : 1, ! II li 11 II 1 I i 11 ll 1 I 1 , .. H19023 11 11 i: R2 50Lio BLOCK ALL 1 11 1111 :1 I , L i K2 H I I I I II 111 I I I 1 ' I Ii, II II -k I 1 1 11 1 I I I , , 1 i 11 H II 74r 14-1 1 11 11 ' '-'/' .4' -'\?J:511 1J / * , , , 1( ., /, 4. . . .10, - 4 4, .. i'-' ‘I - ..-- 1 '1.1— ; , ; i off-lf 1 I: I I, :: I " :1 PI .. ,i. 111 -- --)-- -,- " 1 -! t t I 1 1 R2 INSTALL 572VASP5LCV-PS 14 1 1/ -'11- 1 71 1 1 1 1 1 11 1 1 / ----/ 11-1 m , PER OPTAR 14 MAT51.1 rrt 11 " 11 : . .. 41111111111\111411-111111-1 11 , il 1 il 1 7 iH 11 11I 1 I 11 JE 1 1„lr ilp 7 LI ,, , li ,,i ,, ,,,, I, 11 ,, 1 11 1 il II , ,,.- , , , 1, „, 11 , ,1 ,I, , ,, oil HP .. , i; 1 :1 051 11 ,1 1, li i 1 1 , i, Tr - . 1 11 E, 1 ":6 I , III' _FA_____ L . . i a. etr I i I I 'Ietr *It I , , , i ,: I 1 ''f' I 11 I II '' I I ,, ,, : , / - .43 9 :1, 5 11 1 1 1 11 it Jr,- I' I 1 I II III II,I , L -I2 -r 4 -1p ,_ -lb , -11,51,1 I 1 .11ir!f!,,, J ' 'I'll II il .; tl i 2 41, .1 ., , , 11 it „ 1 , ,I , : ,1 . . 0 '1' .. ., f_........,Ba,:: ' 'c,4'0 J io as as ..1110 J 0.1 •1 1 1 11 1 1 1 1 1 11 11431 1 11 ! 1 11 1 • 510 1 1 i 11 14111.3.2 11 11 11 / 11 1 1 : 1 1 1 1 5 1 . _ . . . 1 1, 1 ,1 8.45 11 1 :1 K1 !rli 1117117‘"tt .II il.1: t.1 " 1 1 ,:: ' 1 1 1 1 1 11 ,1 111 1 1 11 : ilt1 1ii :111 [1 1[111 ,,., ffiV-: 1-A711-71! JP Ii I I, It .. Il j , t,t ii. tt 1417183 ' ,,R I..-:', . i; 1 ,1...m., mu! ,, .,1, 1 , 1.1 . • ''. ', 1,: I !! 1 1 il :11 „:1- A___1 4 ,, , I . 151-0 POST LOAD TRANSFER DETAIL NT$. a a _ _ _ R I FOLLOWING MATIALLOT COVERS EITHER CONDITION '' /14POTAM? . I Ft 1 6-295(MAIN) (LOTS 183-121) REFERENCE INSTALLATION POLYGON FRENCH REVIVAL 5-PLEX 3-10)14,(0) GUIDE FOR ALL FRAMING ••••• Materls1 Wilth Depth trade ON Cut Lth TotLth DETAILS AND I-JOIST INFORMATION RI 1.151,1.R1m 1 3/4 9 1/2 1.5E Sa 20 160 R2 0513121m 9 1/2 5 16 BO NOR,BIG BEAM 5 1/2 11 1/9. 2.1E 4 16 64 10122 Casco.51.241AV4 3 1/2 10 1/2 P0.2400 2 14 28 1 . POR3 Lescacle5.1...24F-V4 3 1/2 10 1/2 Flo•2400 a 12 1 08. . . . Dl RI:Ile:Lam LVL 1 9/4 1/2 I.5E 9 4 12 NI LEGEND: 52 RIgidLemLVL 1 3/4 1/2 1.5E 4 2 a JOIST LAYOUT BS RIgidLem LVL 1 9/4 1/2 1.5E 5 10 50 0- B4 BIG BEAM 9 1/2 1/2 2.IE 4 6 24, MAIN FLOOR.HANGER CALLOUT D5 RiOldLar•LVL 196 BIG BEAM 1 3/4 1/2 I.5E 3 12 36-- 3 1/2 1/2 2.1E / 9 28 SCALE: 1/4"- l'-O" el as BEAM a 1/2 1/2 2.1E 22 la 5013 NISUPPORTING POST BD 19/6 DEAM a 1/2 1/2 2.1E 2 16 52 Itt TRUSS ', COMPANY B9 131.BEAM 5 1/2 1/2 2.1E 2 12 24 B 10 1316.13F-AM 3 1/2 1/2 2.15 2 5 16 G -POST LOAD ABOVE -1131 BURG 1.15 4.4:4. 3/4 1/2 1.50 115 9 954 J1 RFPP20 5/4 1/2 9 15 - ROSEBURG FRAMING SYSTEM- '? -RIMBOARD J2 RP1,20 9/4 1/2 11 a 135 10515 SW ALLEN BLVD BEAVERTON,OREGON 91005 (505)555-9665 LB LVL BLOCKING 0OPO-20 3/4 1/2 36 14 504 quality engineered wood products for todcw's builder- PACIFIC LUMBER COPYRIGHT 2018- J4 R9141-20 9/4 1/2 2 IC 20 PLAN:FRENCH REVIVAL 5-FLEX 5-1(12)K-1(2) (LOTS 1 65-1 69) -15 1,91-20 1 3/4 1/2 2 16 92 .JB -JOIST BLOCKING 40004:20 3/4 1/2 14 23 352 CUSTOMER: POLYGON .11 123151-20 3/4 1/2 26 20 616 These plans and the designs are copyrighted under Federal Law by Pacific Lumber Company 2016. RIGIDLAM-Wl. R - IGIDIM R J =JOIST CALLOUT -I5 1123171-20 3/4 1/2 6 .4 24 The plans may not be re-used or copied,in whole or part,without written permission from Pacific Lumber ROSE/WW0 FOREST PRODUCTS ROMANO FORESr PROMPT PLAN DATED: 6/21/16 J1 RP,. 3/4 1/2 5 12 60 Company.which retains copyrights to and ownerShip of the plans.Use of these plans by any other B -BEAM(FLUSH W/JOIST) Jl 0 RFP1.20 3/4 1/2 6 6 36 product supplier other than Pacific Lumber Company Is strictly prohibited.Unauthorized use or DESIGNER: K411/L.HENDERSON DATE: 6/29/1 6 ___ HDR =HEADER(BEAM BELOW JOIST) Acce•sor. __ copying of these plans,Infringes rights under the Copyright Act.Infringes face liabilities that include 141 TH011 950-or-1775.5 42 4 -- penalties of up to 320.000 per work Infringed,and*100.000 per work Infringed willfully. 44,PNRFPI-Joisr 52 HOL01.751/9 EDO-BEAM BYOTHERS 5.3 44410 PI_ 1 6-2 q 5 (HAIN) SHEET: 1 of 2 F-H(r 4. 4:. i kfistfittsks G... ••• wile=-. .J ill , -r 104b Ift 1 .• FJ11111WNI 1 . 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Emolmoj .. ."11 HIIIRIAL iii6.11L0 killIEMNII milk blimmew licngig.. prAm4iIr Ail I I .----, I 647 1 4.• 4s & tbsks c_. .... ..4\ \ ...\ ©Copyright CompuTrus Inc.2006 BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS .... ___.. ...*___,.._...._._..._ POLYGON NW C17/01/16 PLACEMENT ONLY REFER TO TRUSS CALCULATIONS AND ENGINEERED STRUCTURAL INI PROJECT TITLE: REVISION-1. DRAWINGS FOR ALL FURTHER RIVER TERRACE LOS 185-189 DM INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD PLAN: DRAWN BY: REVISION-2: TO TRUSS CONNECTIONS NMI am 1 um er 5PLEX / FRENCH CHECKED BY: DESIGNER/ENGINEER OF RECORD TO REVIEW AND APPROVE OF ALL & TRUSS COMPANY DELIVERY LOCATION: SCALE: REVISION-3: DESIGNS PRIOR TO CONSTRUCTION. # LOTS 185-189 3/32" = 1' All designs are property of-Pacific Lumber and Truss. All designs are null and void if not fabricated by-Pacific Lumber and Truss.